[0001] This invention relates to a building block system.
[0002] Various shapes of building blocks have been proposed over many years for use in building
vertical and horizontal walls. A relatively common proposal is of substantially T-shaped
blocks, i.e. a block consisting solely of a stem limb and a cross limb, the stem limb
extending substantially perpendicularly from the middle of the cross limb, examples
being disclosed in British Patent Specification 590,291, French Patent Specifications
1067762 and 2299468 and United States Reissue Patent Specification 14,904. In all
of these cases, the block is laid such that the cross limb extends in the general
plane of the wall, whilst the stem limb extends perpendicularly to that plane.
[0003] Swedish Patent Specification 150829 discloses a building block which, although it
appears to be substantially T-shaped when seen in front elevation and rear elevation,
actually consists of six limbs, of which four provide the front and rear T-shapes
and of which each of the other two links one end of the cross-limb of the front T-shape
with the nearer end of the cross-limb of the rear T-shape. This building block is
of its special shape because it is used to form ventilation or like channels in the
wall.
[0004] Although substantially T-shaped blocks, when interfitted with the free end of each
stem limb face-to-face with the cross limbs of two adjacent blocks, utilize the interfitting
to support each other at two opposite sides of the six sides of the block, they provide
no similar support at any of the other four sides.
[0005] United States Patent Specification 829,480 discloses a paving and building block
system wherein each block consists. of two block-form parts whereof a larger part
protrudes from the smaller part on four sides. These blocks can interfit such that
the larger parts of four outer blocks overlap the larger part of an inner block at
its respective four sides. Although forces applied to the major external face of the
larger part of the inner block are borne by the larger parts of the four outer blocks,
forces applied to the major external face of the smaller part of the inner block are
not borne by any adjacent blocks.
[0006] In the above-mentioned United States Patent Specification 14,904, each block has
the end faces of its cross limb diverging towards its stem limb, and has the lateral
faces of its stem limb substantially parallel to the respective nearer end faces of
its cross limb and thus diverging away from the cross limb, and, moreover, those two
intermediate faces of the cross limb between these respective end faces, on the one
hand, and these respective lateral faces, on the other hand, converge towards the
longitudinal axis of the cross limb progressing inwardly. There is thus formed a keying
arrangement of substantially Z-form which, in a wall constructed from the blocks,
resists forces on those faces of any one of the blocks at the major faces of the wall.
However, only one shape of block with such keying arrangement is provided, so that
the system is of very limited use. Although the Specification discloses use of the
blocks in a vertical wall, the blocks are arranged with their cross limbs vertical
and their stem limbs horizontal and thus a bottom layer of special blocks has to be
provided if the wall is to be laid on a planar foundation.
[0007] Federal German Patent Specification 1926239 discloses paving slabs each of which
has at each of two opposite edge sides thereof a profile including a substantialy
Z-form key, the profiles on most of the slabs being identical to each other. The substantially
Z-form keys of each slab are arranged to extend parallelly to each other in the plane
of the horizontal wall formed by the slabs. However, they are offset relative to each
other along the respective opposite edge sides of the slab and are thus unsuitable
for use in building a vertical wall with the substantially Z-form keys extending horizontally.
[0008] French Patent Specification 1352121 discloses a building system employing three shapes
of interfittable elements, these shapes being substantially Z, substantially T and
substantially L. However, forces against the free end face of the stem limb of such
T-shaped element or against the free end face of the longer limb of such L-shaped
element are not borne by the adjacent elements except by way of conventional fastening
means, for example rivetting, used to fix the elements together.
[0009] This invention seeks to provide a building system in which blocks are employed that
are of compound shape, that is to say, are not basically rectangular parallelepipeds.
The block employed in a system in accordance with the invention may be substantially
T-shaped, substantially Z-shaped and/or may be dove-tailed and may co-operate with
other compound-shaped blocks to produce buildings or other structures in which the
various blocks strengtheningly support one another with, or without, interlocking
co-operation, it being possible for the buildings or other structures to be completed,
in some cases, without mortar or other binding material between the blocks or, in
other cases, to employ a relatively small amount of mortar or other binding material
between the blocks as compared with buildings and other structures produced from conventional
blocks, particularly bricks.
[0010] The present system advantageously employs blocks which are pre-fabricated to a high
degree of precision and with which the required fitting together, especially interlocking,
of the blocks will not be achieved, during the erection of a building or other structure,
unless the individual blocks are correctly disposed relative to one another and register
accurately. Thus, if a mistake is made in positioning a block relative to others that
have already been laid, the error is almost immediately very obvious and can quickly
and easily be corrected. No cutting or breaking of any block is necessary since the
system advantageously includes the use of complementary blocks such as end blocks,
corner blocks, junction blocks and so on. In the case of a building or other structure
having upright walls, a minimum of checking is necessary upon the erection of those
walls once the dimensions of the base of the building has been calculated and said
base has been accurately marked out. An important feature of the system is the fact
that the same block can be employed in the construction of floors and roofs as are
used to erect vertical walls thus producing a fully integrated building system in
which, once an initial choice of the various possible block shapes has been made,
the number of different shapes of pre-fabricated block that are actually employed
in a single building or other structure can be quite small.
[0011] According to one aspect of the present invention, there is provided a wall comprising
a plurality of unitary building blocks each consisting of only two limbs which are
a stem limb and a cross limb, the stem limb extending substantially perpendicularly
from the middle of the cross limb, and the longitudinal axis of the cross limb extending
in the general plane of the wall characterised in that the longitudinal axis of the
stem limb also lies in said general plane.
[0012] Use of T-blocks in this manner in a wall, which may be a vertical wall, or a horizontal
wall, for example a floor or a roof, gives a greater degree of flexibility in building
construction, in particular with walls intended to bear no load or low loads, since
these walls can be of lesser thickness than when the stem limbs of the blocks are
perpendicular to the general plane.
[0013] According to another aspect of the present invention, there is provided a unitary
building block comprising only two block-form parts whereof one part protrudes from
the other part at first and second adjacent sides of said block to provide first and
second keys thereat, characterised in that said other part protrudes from said one
part at third and fourth adjacent sides of said block to provide third and fourth
keys thereat.
[0014] This building block has the advantage that, when interfitted with identical building
blocks in a wall, the blocks support each other not only against forces applied to
two opposite sides of the block but also against forces applied to another two sides
of the block.
[0015] According to a third aspect of the present invention, there is provided a range of
building elements of various shapes, characterized in that the elements of various
shapes are provided with substantially Z-form keys which are of substantially identical
linear and angular dimensions to each other and each of which has its intermediate
limb at an acute angle to its other two limbs.
[0016] This provision of substantially Z-keys on a range of variously shaped elements gives
a greater degree of flexibility and strength in building construction.
[0017] According to a fourth aspect of the present invention, there is provided a substantially
vertical wall comprising a plurality of unitary building blocks each formed at first
and second opposite sides thereof with substantially Z-form keys, the keys of said
blocks being substantially identical to each other and interfitting and each block
having at third and fourth opposite sides thereof alternating with said first and
second opposite sides thereof respective substantially parallel faces, characterised
in that said faces and the substantially Z-forms of the keys of the blocks extend
in substantially horizontal planes.
[0018] A vertical wall constructed in this manner with blocks provided with Z-keys has the
advantage that a lowermost course of the blocks can be laid directly on a horizontal
foundation surface without requiring interposition of differently shaped blocks.
[0019] According to a fifth aspect of the present invention, there is provided a building
block including at first and second opposite sides thereof respective first and second
substantially Z-form keys whereof the substantially Z-forms extend substantially parallelly
to each other, characrerized in that the first and second keys are situated directly
opposite each other along said sides.
[0020] This block has the advantage that a plurality of them can be laid with their keys
interfitting without requiring inversion of alternate blocks and without alternate
blocks protruding significantly.
[0021] According to a sixth aspect of the present invention, there is' provided a wall comprising
a plurality of unitary building blocks each consisting of only two limbs which are
a stem limb and a cross limb, the stem limb extending substantially perpendicularly
from the middle of the cross limb, and the longitudinal axis of the cross limb extending
in the general plane of the wall, characterized in that the longitudinal axes of the
stem limbs of some of the blocks extend in said general plane and the longitudinal
axes of the stem limbs of others of the blocks extend perpendicularly to said stem
limbs of some of the blocks.
[0022] This arrangement of substantially T-shaped blocks is particularly useful in providing
a relatively strong wall.
[0023] In order that the invention may be clearly understood and readily carried into effect,
reference will now be made, by way of example, to the accompanying drawings, in which:-
Figure 1 shows a perspective view from above of a corner of two vertical walls of
identical substantially T-shaped blocks of a building block system,
Figure 2 shows a view similar to Figure 1 of a modified arrangement of the substantially
T-shaped blocks in the walls,
Figures 3A and 3B are a fragmentary elevation and a fragmentary plan view of a course
of blocks in a wall of Figure 1 or 2,
Figures 4A and 4B are a perspective view and a vertical sectional perspective view
of one of the blocks of that course,
Figures 5A and 5B are views similar to Figs. 3A and 3B of the course with a modified
version of the block,
Figures 6A, 6B and 6C are a perspective view, a plan view and another perspective
view of a second modified version of the substantially T-shaped block,
Figures 7A and 7B are a plan view and a perspective view of a corner substantially
T-shaped block usable with the block of Figure 6A,
Figures 8A and 8B are a perspective view and a plan view of two of those corner blocks
interfitted,
Figure 9 shows a perspective view from above of three walls built of the block of
Figures 1 and 2,
Figures 10A and 10B shows a plan view and a perspective view of a modified version
of the block of Figures 1 and 2 for use in the walls of Figure 9,
Figure 11 shows a view similar to Figure 10B of a modified version of the block therein,
Figure 12 shows a view similar to Figure 10B of another modified version of the block
therein,
Figure 13 is a view similar to Figure 10B of a further modified version of the block
therein,
Figure 14 is a view similar to Figure 9 showing the walls built of a further modified
version of the substantially T-shaped block,
Figure 15 is a view similar to Figure 9 showing the walls built of a variation of
the block therein,
Figures 16A, 16B and 16C are a perspective view, a plan view and a side elevation
of a substantially Z-shaped block of the system,
Figures 17A, 17B and 17C are end elevations of respective versions of a substantially
Z-form key applicable to various of the blocks of the system,
Figure 18 shows a perspective view of part of two interkeying courses of the block
of Figure 16A,
Figure 19 shows an end elevation of the two courses of Figure 18, but with a variation
of the block of Figure 16A,
Figure 20 shows a modified version of the block of Figure 16A,
Figure 21 shows a fragmentary plan view of walls comprising the block of Figure 16A,
Figure 22A shows a perspective view of part of a course of another modified version
of the block of Figure 16A,
Figure 22B showed a detail of Figure 21, but modified,
Figure 23A and 23B show a perspective view and a plan view of a substantially dovetailed-T-shaped
block of the system,
Figure 24 shows a view similar to Figure 21 of the walls comprising the block of Figure
23A,
Figure 25 shows a fragmentary perspective view of a horizontal wall, in this case
a floor, comprised of the blocks of Figures 6A and 23A, and
Figure 26 shows a fragmentary perspective view of a wall comprised of the block of
Figures 1 and 2.
[0024] keference is made firstly to Figures 1 to 15 of the drawings which Figures show the
use of building blocks 1 that are substantially T-shaped. Figures 1 and 2 of the drawings
show two upright walls 2 and 3 of a building or other structure formed from such T-shaped
blocks. It will be seen that, in each horizontal course of blocks, neighbouring blocks
are alternately upright and inverted and that, in the structure of Figure 1, each
block is inverted relative to blocks which are vertically thereabove and/or there-
beneath whereas, in the structure shown in Figure 2, each block in each course has
the same disposition as does each block which is vertically thereabove and/or therebeneath.
It will particularly be noted that, in both cases, the T-shaped blocks co-operate
to form a 90° junction between the two upright walls without the need to employ blocks
of any other shape. It will immediately be apparent that, measured in the general
plane of its wall, the horizontal or cross limb 4 of each block is three units long,
the vertical or stem limb 5 thereof is one unit long, and each limb 4 and 5 is one
unit wide.
[0025] In fact, the basic T-shaped block of Figures 1 and 2 is preferably given tapered
projections 6 to 8 and depressions 9 to 11 as shown in Figures 3 and 4 for a hollow
block 12 and each one unit square in effective area, or projections 6' to 11' and
depressions 6" to 11" each with an effective area of one unit by one-half unit, as
shown in Figures 5. These projections and depressions provide significant keys between
the blocks 12, enabling them to be fitted satisfactorily together without the use
of mortar or other binding material when a wholly or principally dry construction
is required. Moreover, the projections and depressions co-operate with each other
to form satisfactory seals at the joints between the blocks which is a considerable
advantage if the hollow blocks are to be filled with an initially foamed or liquid
insulation material or with foamed or other concrete.
[0026] Figures 6, 7 and 8 of the drawings illustrate the form and use of blocks which may
conveniently be described as Z-key, T-blocks. In Figures 6, the end faces of the cross
limb 14 of the substantially T-shaped block 15 and the lateral faces of the stem limb
16 thereof are of a shape to give substantially Z-form keys 17 which are identical
to each other, especially in their linear and angular cross-sectional dimensions,
with the intermediate limb 18 of each key being at an acute angle to its other two
limbs 19. Figures 7 shows a corner substantially T-shaped block 20 which differs from
the block 15 chiefly in that the key 17' of one branch of the cross limb 14 is arranged
at a rear face of that cross limb. Figures 8 show two blocks 20 interfitted correspondingly
to the blocks A and B in Figure 1.
[0027] The substantially T-shaped blocks of Figures 6 to 8 are, in any construction employing
them, keyed to their neighbours on two sides and this produces equilibrium among the
forces acting on each block, it being noted that Z-keyed blocks are usable in slab
form as floors and also in slab form as roofs which latter can be employed either
with, or without, additional supports.
[0028] There are four basic versions of the embodiment of the system which principally uses
substantially T-shaped building blocks, these four versions having been found to be
the most satisfactory as regards ease of construction, handling, simplicity, ease
of production of the blocks, versatility in use of the blocks and the need to produce
a minimum number of accessory blocks for use at, for example, wall ends and wall junctions.
The first of these four versions is illustrated in Figures 1 and 2, the second in
Figures 9 to 13, the third in Figure 26 and the fourth in Figure 15. It will be apparent
that the versions shown in Figures 9 to 15 inclusive employ the substantially T-shaped
blocks lying perpendicularly to the wall (i.e. with their cross limbs in the general
plane of the wall and their stem limbs perpendicular to that plane.
[0029] Referring to Figure 9, the vertical walls 30, 31 and 32 extending perpendicularly
to each other consist of substantially T-shaped identical blocks 33 with cross limbs
34 three units long and one unit wide and stem limbs 35 one unit square, substantially
L-shaped identical blocks 36 with stem limbs 37 two units long and one unit wide and
cross limbs 38 one unit square, and identical square-section blocks 39 one unit square.
Figures 10 shows one of the blocks 33 with the end faces of its cross limb 34 and
the lateral faces of its stem limb 35 consisting of substantially Z-form identical
keys 17 which differ from the keys 17 of Figures 6 only in that their faces are perpendicular
to the plane of the block. Figure 11 shows a block 33 differing from that of Figures
10 only in that it has substantially Z-form keys 40 whereof the limbs of the substantially
Z-shape are at right angles to each other. The block 33 of Figure 12 is usable in
walls according to both Figures 1 and 9 and has its keys 41 of substantially V-shape
with the limbs of the substantially V-shape lying in a plane perpendicular to the
axis of the stem limb 35. The block 33 of Figure 13 differs from that of Figure 12
only in that its keys 42 are of a cylindrical concave or cylindrical convex form.
[0030] Figure 14 shows the walls 30 to 32 constructed of substantially T-shaped blocks 50,
substantially L-shaped blocks 51 and substantially square-section blocks 52 differing
from the blocks of Figure 9 chiefly in that the substantially T-shaped blocks each
have one or both of those two faces 53 thereof intermediate the end faces of its cross
limb, on the one hand, and the lateral faces of its stem limb, on the other hand,
converging towards that face 54 of the cross limb opposite the stem limb.
[0031] In the version of Figure 15, each substantially T-shaped block 50' is of elongate
formation.
[0032] Each of the four versions of the embodiment of the system which principally employs
substantially T-shaped blocks may be solid, or wholly or partly hollow, and may have
plain and/or patterned or other textured faces. It will be apparent that many different
combinations of precise shape, size, materials, surface texturing and so on are possible
that are too numerous to discuss individually. The particular type which is chosen
will depend upon individual preference, climatic conditions, geographic situation
and local traditions of building. It is noted that, whilst prefabricated concrete
will generally be employed and most blocks will be hollow in construction, other materials
can equally well be used, if preferred, such as pre-stressed concrete to form blocks
usable for vertical walls, floors, roofs and so on, but a construction employing concrete
is not essential and the blocks can be made from, for example, glass-reinforced plastics,
natural wood and/or plywood.
[0033] The use of the building system which has so far been described enables strong buildings
or other structures to be made either in dry form or semi-dry form using very much
less mortar or other binding material than is employed in the formation of traditional
brick/block buildings and the like. The described system has considerable advantages
as compared with traditional building systems and these advantages include stability
both during and after erection of a building or other structure, ease of erection,
simplicity in aligning the blocks without long experience of such work being necessary,
and the use of an absolute minimum of auxiliary tools, measuring instruments and other
gadgets. The blocks can be such as to interkey, giving increased strength to the vertical
wall, floor, roof or the like which is being produced whilst simultaneously eliminating
errors such as discrepancies in level and the formation of crooked, zig-zag, curved
or other incorrectly disposed courses of blocks. The system is versatile since it
can employ different forms of keying and can employ any chosen one, or any chosen
suitable combination, of the different blocks that have already been described and
those that will be described below. As well as being very suitable for the construction
of dwelling houses and other buildings, the system can be used for many other purposes
such as, for example, the paving of roads, pathways, pavements and the like and for
the cladding of new or existing buildings. Although the blocks will usually be formed
from conventional concrete, they can, as has already been mentioned above, be formed
from other materials which include, in addition to the examples already mentioned,
light-weight concrete, clay, gypsum and synthetic plastics whether or not reinforced
with glass fibre or the like. Where appropriate, buildings or other structures can
be produced without mortar or other binding material between the blocks but grouted
cavities can be included, where required, for strength and/or insulation. If required,
a building or other structure can be formed in such a way as to be capable of being
readily dismantlable by including therein removable keying blocks and/or removable
locking bolts. The blocks may be given surface textures designed to simulate the use
of a traditional method of construction when viewing the exposed surfaces of a building
or other structure formed from such blocks.
[0034] It has been found that, using principally the substantially T-shaped blocks to form
a building or other structure, those blocks, when accurately produced, fit together
in the manner shown in Figures 1 and 2 of the drawings in such a way as automatically
to prevent inaccuracies in horizontal or vertical disposition, provided only that
the foundation or footing is itself correctly disposed. The interengagement of the
blocks automatically prevents vertical and horizontal inaccuracies from occurring
and the fact that the blocks fit tightly together produces a strength which is comparable
with that achieved by using traditional bricks or blocks that are connected to one
another by mortar or other binding material. Considerable time is, of course, saved
by wholly or principally omitting mortar or other binding materials since the builders
do not have to wait for the mortar or the like to set before the blocks can be relied
upon for supporting purposes. Although the blocks are pre-fabricated, a building or
other structure which is to be formed principally therefrom is actually constructed
in a very similar manner to the use of traditional bricks and blocks except that,
generally speaking, mortar is used very sparingly, if at all. The final building or
other structure will not have the appearance of a monolithic concrete mass but rather
the appearance of a somewhat differently patterned, but otherwise traditional, block
or brick construction thus avoiding an alien external appearance which tends to discourage
builders and the customers for their products. Builders that work substantially only
in the traditional way will find no difficulty nor strangeness in using this system
since the system comprises placing a large number of relatively small blocks in pre-determined
positions relative to one another as is, of course, done when using traditional bricks
and building blocks.
[0035] As well as being employed in the construction of actual buildings, paths, roads and
the like and the cladding of new or existing buildings, this system can be employed
in producing either permanent or temporary shuttering, substantially T-shaped blocks
which are formed from glass fibre reinforced plastics or wood being particularly suitable
for shuttering purposes. If exceptional strength is required in the blocks, they may
be formed from glass fibre reinforced concrete but the particular choice of material
will naturally depend upon the nature of the building or other structure that is to
be formed and the purpose for which it is required. The hollow interiors of the blocks
can, for extra strength, be filled with concrete or cement grout and it is possible
to insert reinforcing bars into those interiors, before pouring the concrete or grouting,
and it has already been mentioned that the hollow blocks can be filled with insulation
material, such as urea-formaldehyde foam, by either pouring or injection.
[0036] The system is particularly convenient for forming temporary buildings or other structures
since the blocks and other necessary items can be supplied in a partially assembled
condition with post units bolted to beam units merely requiring the interlocking blocks
to be correctly positioned. Under such circumstances it is, of course, necessary that
provision should be made for disassembling the temporary building or other structure
in one of the ways briefly discussed above.
[0037] It will be realised that the blocks that have been described can be provided in any
required sizes although it is desirable that the size and weight should not exceed
that which can readily be handled by a single workman. The blocks that have briefly
been described with reference to Figure 15 can, on the other hand, be of such a size
that mechanical assistance is required to move them, it being possible to provide
blocks other than those shown in Figure 15 to form a range of modular units that are
basically of T-shaped cross-section together with accessory units as may be required
at wall ends, wall junctions, the margins of access openings and the like. The second
and third versions of the substantially T-shaped blocks may, if required, be of brick-sized
dimensions and may be made from baked clay and other materials from which conventional
bricks are formed. In a building or other structure using such bricks, it is desirable
to grout the junctions between them at regular intervals, as may be necessary having
regard to the particular building or other structure that is being produced, or, in
the case of hollow blocks of this form, to fill them with mortar to produce columns
or pillars and to strengthen the construction at the junctions between walls.
[0038] When erecting a building or other structure using the first version of the blocks
that has been described with reference to Figures 1 and 2 of the drawings, it will
be remembered that these blocks do not possess any interkeying features and it is
therefore desirable, although not absolutely essential in all cases, to use mortar,
grouting or other binding material in each pair or tier of blocks, using further mortar,
grouting or other binding material between superposed pairs or tiers of blocks. The
blocks that are required at the corners and ends of walls are basically similar to
the substantially T-shaped blocks themselves, only the form of keying has, of course,
to match that employed in the substantially T-shaped blocks.
[0039] In employing the third version shown in Figure 26 to form a building or other structure,
much the same technique is used as with the first version but the relative disposition
of the blocks is different, the substantially T-shaped blocks 60 with cross limbs
61 and stem limbs 62 in the general plane of the wall interfitting with substantially
T-shaped blocks 63 with cross limbs 64 and stem limbs 65 perpendicular to the limbs
61 and 62, respectively. The thicknesses of the substantially T-shaped blocks employed
can be varied, and in particular reduced, to allow different external patterns to
be produced together with different relative dispositions of the blocks. This third
version can, if desired, be combined with the second version, using the two versions
alternately in successive tiers of the blocks.
[0040] A second basic embodiment of this building system employs blocks that are not T-shaped
but that co-operate with one another by way of keys that are still substantially
Z-shaped. Such blocks are particularly, but not exclusively, useful in forming prefabricated
panels, partitions and the like, a minimum of mortar or other binding material being
required at the junctions between the blocks.
[0041] The substantially Z-shape of the key can be varied but it has been found convenient
to employ four basic forms of the key any of which will join the blocks quickly and
effectively together without essentially employing any mortar or other binding material.
[0042] It is possible to build a wall or other structure employing substantially Z-keyed
blocks in a semi-dry form, overlaying every tier of the blocks with mortar or other
binding material to secure the superposed tiers together in a conventional way. If
a fully dry construction is preferred, it is desirable to incorporate end keying systems
of substantially V-form, substantially arcuate, or substantially Z-form into the blocks
to ensure that a building or other structure can be erected quickly and accurately
whilst automatically maintaining stability and both vertical and horizontal alignment.
[0043] Figure 16 shows a substantially Z-shaped block 70 consisting of two block-form parts
71 of which one part protrudes beyond the other on two of the six sides thereof and
of which the other part protrudes beyond the one part on another two of the six sides.
As a result of such protrusion, substantially four Z-shaped keys 72 to 75 are formed
at the four sides, the substantially Z-shapes of the two opposite keys 72 and 74 being
parallel and identical and of an acute-angled form, whilst the substantially Z-shapes
of the two opposite keys 73 and 75 are of a right-angled form although parallel and
identical to each other. As can be seen from the grids in Figs. 16A and 16C, each
block 70 is four units high, each part 71 being two units high; the top and bottom
faces of the block are each four units square; the intermediate limbs of the substantially
Z-shape of the keys 72 and 74 are each two units long; the mid-point of the substantially
Z-shape of each of the keys 72 and 74 is in a straight line with the free ends of
that shape; and the intermediate limb of the substantially
Z-shape of each of the keys 73 and 75 is one-third unit long.
[0044] Figures 17 show three different forms of acute-angled, substantially Z-shaped key.
The key of Figure 17A is that of Figs. 6, 7, 8, 10 and 16. Figure 17B shows a key
whereof the intermediate limb 80 is one unit long and the other two limbs 81 each
extend, as measured in a direction parallel to the limb 80, for one unit. In Figure
17C, the key is similar in proportions to the key of Figure 17A, but extends over
only two units of the four-unit height of the block.
[0045] Figure 18 shows two courses of the blocks 70, illustrating that not only do the blocks
interkey in each course by means of the keys 72 and 74 but the blocks interkey between
courses by means of the keys 73 and 75.
[0046] Figure 19 shows that the keys 73 and 75 may also be of an acute-angled, substantially
Z-shape.
[0047] Figure 20 illustrates a substantially Z-shaped block 90 with acute-angled substantially
Z-shaped, parallel, identical keys 91 and 92, the intermediate limb 93 of each substantially
Z-shape extending obliquely inwards.
[0048] Figure 21 is a plan view showing vertical walls 100 to 102 of a building that are
formed by employing hollow blocks exhibiting the key of Figure 17A, but Figure 21
also shows the shapes of blocks that are required at a right-angled junction between
two walls, two forms of T- junction between walls, and a cruciform junction between
four walls,
[0049] Figure 22A illustrates hollow, substantially Z-form keyed, substantially Z-shaped
blocks 110 which are used as permanent formwork for the construction of beams together
with details of one way of fitting those blocks 110 together. Figure 22B shows the
shape of auxiliary hollow blocks 120, 120' that may be used surroundingly to support
upright reinforcing rods or the like that are interconnected by strengthening wires.
[0050] The substantially Z-shaped blocks that have been described herein can be employed
in much the same situations as the substantially T-shaped blocks discussed above and,
to a large extent, have the same advantages, as compared with the blocks that are
employed in conventional building systems, as do those above-discussed blocks.
[0051] There now follows with reference to Figures 23 a description of a third basic embodiment
of blocks employable in a building system which blocks 130 are of dove-tailed substantially
T-shape and will hereinafter be called, for the sake of brevity, "dove" blocks. Such
blocks are again particularly, but by no means exclusively, useful in constructing
pre-fabricated panels, partitions and the like, very little, if any, mortar or other
binding material being required at the junctions between the blocks. The dove blocks
again employ substantially Z-form keys for interengagement and, once again, these
keys may be of various shapes but conveniently are provided in four different versions
as has already been described above with reference to Figures 17 to 20.
[0052] Again, as already briefly described with reference to Figures 16 to 22, the dove
blocks can advantageously be used in buildings or other structures of semi-dry form,
each tier of dove blocks being overlaid with mortar or other binding material to secure
it to the superposed tier in a substantially conventional manner. Again, if a substantially
fully dry construction is required, it is preferable for the dove blocks to incorporate
end keys of one of the same forms, and for the same purposes, as have already been
mentioned with reference to Figures 16 to 19.
[0053] Each dove block is actually shaped to comprise two substantially Z-shaped keys 131
each extending over the whole of one side of the block. This form of block has the
particular advantage that, in use, the forces acting on the opposite ends thereof
will almost always substantially counterbalance one another so that a particularly
structurally stable building will result.
[0054] The dove blocks 130 have substantially the same versatility of usage, and advantages
as compared with the bricks or blocks that are employed in conventional building systems,
that have already been discussed above in regard to the version of the system which
principally employs substantially T-shaped blocks.
[0055] Figure 24 is a plan view, somewhat similar to Figure 21, showing a plurality of the
hollow dove blocks 130 employed in vertical walls 100 to 102 which also include matchingly
shaped cruciform connecting blocks 132, "half" wall end blocks 133, T-junction blocks
134 and right-angled corner blocks 135.
[0056] A description will now be given of ways in which the various forms of block that
have so far been described can be employed in forming buildings and other structures.
When substantially T-shaped or other blocks of the kind that have been described,
having substantially Z-form keys, are used in co-operation with one another, the keys
will effectively lock adjoining blocks together by directing the forces which act
upon the junctions between the blocks and otherwise upon the blocks themselves in
such a way as to enhance or reinforce the stability of the structure that is composed
of said blocks. In particular, the keys transform the tensile forces to which the
described blocks are subject into compressive forces which latter. forces will not
normally crush building materials of the kind used to produce blocks, unless these
forces are excessively strong.
[0057] Figure 25 illustrates one form of floor that may be constructed of substantially
T-shaped blocks arranged with their stem limbs horizontal in a pre-cast concrete or
steel beam or timber joist framework 140 that is of matching cross-sectional shape
and that provides beams or joists at pre-determined substantially regular intervals.
It will be noted that the substantially T-shaped blocks exhibit substantially Z-form
keys of the kind shown in Figure 20 and that similarly keyed dove blocks are also
employed to fill the gaps which would be left if the substantially T-shaped blocks
alone were used.
[0058] It is important, when using the blocks in the way that is illustrated in Figure 25
that the blocks should be forced tightly against one another in a horizontal direction
that is perpendicular to the lengths of the beams or joists of the co-operating framework.
Under such circumstances, the blocks will co-operate effectively with one another
to form a stable floor in which no underneath support, between the beams or joists,
is necessary. A tie beam may often advantageously be employed to maintain the blocks
firmly pressed against one another as just described, such tie beam being either pre-cast
or cast in situ. The use of a tie beam for this purpose is particularly advantageous
when the blocks are in the form of roof slabs. Obviously, there is a limit to the
span of blocks which will remain reliably interconnected, without support, merely
by the co-operation of their own interkeying portions, this limit being dependent
upon the sizes of the blocks that are employed, the strength of the material from
which they are made and the load that, in use, they will be called upon to bear. It
is again possible to employ pre-cast or pre-stressed beams in supporting co-operation
with the blocks, the blocks of a floor or the like that is formed in this way needing
no mortar, grouting or other binding material.
[0059] If necessary, further strengthening can be produced by forming substantially Z-shaped
keys on those surfaces of the floor blocks that are substantially perpendicular to
the surfaces carrying the keys that have already been mentioned.
[0060] It can sometimes be an advantage to secure pre-cast or pre-stressed beams together
to form a block in the form of a frame and this has the advantage that the beams will
be lighter in weight than is conventional, thus avoiding the need for heavy lifting
machinery and other mechanical handling equipment to move various parts of the building
or other structure that is being erected into their appointed positions. Once again,
if the beams are provided with substantially Z-form keying as described above, the
advantage that the blocks automatically position themselves relative to one another
in both vertical and horizontal directions is immediately attained. Also, since no
mortar or other binding material is really necessary between the automatically interlocking
blocks, a roof can be placed on a building or other structure erected using this system
without having to wait for mortar or other binding material to set and attain a required
degree of strength.
1. A wall comprising a plurality of unitary building blocks (1, 12, 15) each consisting
of only two limbs which are a stem limb (5, 16) and a cross limb (4, 14), the stem
limb (5, 16) extending substantially perpendicularly from the middle of the cross
limb (4, 14), and the longitudinal axis of the cross limb (4, 14) extending in the
general plane of the wall (2, 3) characterised in that the longitudinal axis of the
stem limb (5, 16) also lies in said general plane.
2. A wall according to claim 1, and of thickness substantially equal to the dimension
of each stem limb (5, 16) measured perpendicularly to said general plane.
3. A wall according to claim 1 or 2, and further comprising complementary keys (6-11,
17, 41, 42) formed integrally on each block (12, 15).
4. A wall according to claim 3, wherein said keys (6-11) take the form of complementary
tapered projections (6-8) on and depressions (9-11) in sides of said blocks (12) extending
perpendicularly to the longitudinal axes of the stem limbs (5).
5. A wall according to claim 3, wherein said keys (17, 41, 42) are of substantially
Z-form, substantially V-form, or substantially arcuate, in planes perpendicular to
the longitudinal axes of the stem limbs (16, 35).
6. A wall according to claim 3 or 5, wherein said keys (17, 41, 42) are formed at
the end faces of the cross limbs (14) and at the lateral faces of the stem limbs (16,
35).
7. A unitary building block comprising only two block-form parts (71) whereof one
part (71) protrudes from the other part (71) at first and second adjacent sides of
said block (70) to provide first and second keys (72, 73) thereat, characterised in
that said other part (71) protrudes fro^. said one part (71) at third and fourth adjacent
sides of said block (70) to provide third and fourth keys (74, 75) thereat.
8. A block according to claim 7, wherein the first and third keys (72, 74), which
are opposite each other, are of substantially Z-form in planes parallel to the second
and fourth sides, and/or the second and fourth keys (73, 75), which are opposite each
other, are of substantially Z-form in planes parallel to the first and third sides.
9. A range of building elements of various shapes, characterized in that the elements
(15, 20, 70, 110, 130) of various shapes are provided with substantially Z-form keys
(17, 72-75, 131) which are of substantially identical linear and angular dimensions
to each other and each of which has its intermediate limb (18, 80) at an acute angle
to its other two limbs (19, 81).
10. A range according to claim 9, wherein said shapes comprise substantially T-shapes
and substantially Z-shapes.
11. A substantially vertical wall comprising a plurality of unitary building blocks
(15, 33, 50) e.:!ch formed at first and second opposite sides thereof with substantially Z-form keys
(17, 53), the keys (17, 53) of said blocks (15, 33, 50) being substantially identical
to each other and interfitting and each block (15, 33, 50) having at third and fourth
opposite sides thereof alternating with said first and second opposite sides thereof
respective substantially parallel faces, characterised in that said faces and the
substantially Z-forms of the keys (17, 53) of the blocks (15, 33, 50) extend in substantially
horizontal planes.
12. A building block including at first and second opposite sides thereof respective
first and second substantially Z-form keys (17, 72, 74, 91, 92) whereof the substantially
Z-forms extend substantially parallelly to each other, characrerized in that the first
and second keys (17, 72, 74, 91, 92) are situated directly opposite each other along
said sides.
13. A block according to claim 12, wherein said first and second keys (72, 74, 91,
92) extend over substantially the whole of their respective sides of said block (70,
90).
14. A wall comprising a plurality of unitary building blocks (60, 63) each consisting
of only two limbs which are a stem limb (62, 65) and a cross limb (61, 64), the stem
limb (62, 65) extending substantially perpendicularly from the middle of the cross
limb (61, 64), and the longitudinal axis of the cross limb (61, 64) extending in the
general plane of the wall, characterized in that the longitudinal axes of the stem
limbs (62) of some (60) of the blocks extend in said general plane and the longitudinal
axes of the stem limbs (65) of others (63) of the blocks extend perpendicularly to
said stem limbs (62) of some (60) of the blocks.